HomeMy WebLinkAboutR-37620910' WATER EASEMENT
10
525
515
505
500
495
SEE SHEET RD -03 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA
FOR CONTINUATION
22' PUBUC SHARED
I! ACCESS EASEMENT
SEE SHEET RD -I
JOINT UTILITY TRENCH
(TMP) CO
TG=510.17
6"0 S.D. 0 2.09
MIN. (TYP.) ....
.. ._----------
TG=510.58
IE Ill\
IE=506.87, 6.0 � �r � • /
\
CO
TG -510.56
IE=507.13, 6.0
PROPOSED WATER
STA 10+00.00, 31.50'
CENTER OF CUL-DE-SAC
Cal 2 Workup Days Bskre You Dip
811
U10m W4wwvx4 Ltocalion Center
0DMrw,QRWA)
20' PUBLIC SHARED
ACCESS EASEMENT
I
62 LF. 1
I27 LF, 12"0
I I
TG=510.13'3
IE -505.04, 8.0
IE=506.44. 8.0
CB %19, TYPE 1
STA 10+23.05, 69.24' LT
-1-16 UNIT NEIGHBORHOOD
MAILBOX, SEE DETAIL SHEET
\ DT -01
\rCB#17,YPE 2-48"0
.44, 17.85' LT
6. 6.014
2 1
L IKIG(i11ryrv9V(a1'tti
f 5, TYPE 2-48"0 CB /14, TYPE 2-48"0
11+20.25, 10.22' LT STA 12+01.30, 10.22' LT
TF STRUCTURF 180' ROTATE STRUCTURE 180'
CID
-508.69 T0=509.23 IE=505.83. 6"0
504.09, 6'0 IE=505.23. 6.0�1j; y
79 LF, 18"0 SO
i ' 2 N +
o
i 5' SIDEWALK ) -
' O
..
_�� ........
............
................ ... ................... ......................... .. .....
3' MIN. (TYP.) co
LCO CO CO TG -509.26
TG=510.20 TG -509.39 TG=508.69 IE -504.86, 6.0
IE=506.03, 6.0 IE=504.65, 6.0 IE -503.62, 6.0
3a CB 18, TYPE 1 CB /18, TYPE 1 DRIVEWAY APPROACH PER
3 4 b•y 10' PRIVATE JOINT DETAIL ON SHEET DT -01
UTILITY ESM'T. (NP.) STA 10+58.44, 9.22' RT W/ THRU CURB INLET (TMP )
12 ( 13 14 STA 11 +20.25, 9.54' RT
Lu� I-D1RL- 15
ROAD A
(LIMITED RESIDENTIAL ACCESS)
�r1
�D
27 LF
0 S=1
GRADE 0;(E
12"0
20
0
1 C7�Qr `g� [ AAV
N
I
EXISTING GRADE 0
.90
91 1
91 1
41 6
41 1
9+60
10+00
11+60
CONSULTING ENGINEERS LLC
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I 507.94
1
aAS
ESM
06 OS 14
507.92
F eOenl WaY. WA 98003
2
THIRD SUBMITTAL
www.esmcivil.com
07/17/14
LGB
3
MYIPR SUBMITTAL
ESM
08/18/14
9
54.38' LT.
mRea'"�Archl[wtun
9
Paa9e0iwpow
I ropet Ibrgyr"nt
I
REVISION
ESM
JOB #1670-003-013
•'�+
�D
27 LF
0 S=1
GRADE 0;(E
12"0
20
0
1 C7�Qr `g� [ AAV
N
I
EXISTING GRADE 0
.90
91 1
91 1
41 6
41 1
3' COVER
(MIN.) -
DRIVEWAY APPROACH TABLE
LOT %
10+80
11+20 -
11+60
ELEVATION
0
FIRST SUBMITTAL
ESM
/28/14@
I 507.94
1
SECOND SUBMITTAL
ESM
06 OS 14
507.92
0+
2
THIRD SUBMITTAL
ESM
07/17/14
LGB
3
MYIPR SUBMITTAL
ESM
08/18/14
CJR
54.38' LT.
I 509.89
9
STA.=9+56.67,
19.35' LT.
NO.
REVISION
BY
DATE APPR
•'�+
3' COVER
(MIN.) -
DRIVEWAY APPROACH TABLE
LOT %
STATION -
OFFSET
-
ELEVATION
2
STA.=11+35.78,
10.00'
LT.
I 507.94
3
STA.=11+09.78,
10.00'
LT.
507.92
SHARED
DWY
STA.=10+23.46,
69.90'
LT.
I I 509.72
7
STA.=9+79.42,
71.52' LT.
I 510.21
8
STA.=9+61.25,
54.38' LT.
I 509.89
9
STA.=9+56.67,
19.35' LT.
I 510.00
10
STA.=9+70.63,
2.59' RT.
509.90
12
STA.=10+09.48,
12.49'
RT.
I I 509.72
13
-
STA..48,
10.00
RT.
508.84
14
STA.=11+49.48,
10.00'
RT.
I 508.03
15
STA.=11+75.22,
10.00'
RT.
508.38
* SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01
525
,p R-316209
AV
BCR
1/4 p
HP
1/2 p
510_ 3/4p
ECR
CURB klIABLE
STATION OFFSET
ELEV.
10+12.43
19
----
76
----
=2508.
sz
____
.91
----
641G+43.44
p==16'01'56•
95
A-270-53-43- R-45.00'
L-21276'
505 QQ CURB F TABLE
BGR
1/2 p
500
ECR
STATION
OFFSET
ELEV.
10+12.43
11.75' RT
509.19
IE=502.01
8"0
10+24.85
10.00' RT.
905.00
p==16'01'56•
R=45.00'
L=
O CURB FLTABLE
495 BOR
1/4 p
STATION
TG=508.75
ELEV.
10+43.44
43.25' LT.
t/z p
IE=502.01
8"0
----
----
3/4 p
----
IE=502.01
8"0',
10+86.88
10.00' LT.
ECR
STATION
OFFSET
ELEV.
10+43.44
43.25' LT.
50&95
508.74
----
----
508.51
----
----
sa&2s
10+86.88
10.00' LT.
501107
A-74'51'50-
R=45.00'
L-58.80'
12+00 12+40
srA� vmnrAL euw ,we CIT 0 r r
WL RENTON
I_- °NE "tl1 DATUM
•TNI ,� Planning/Building/Public Works Dept.
c aor arc iacN
2
a " m
°m m
o �
n v.
SCALE:
SCALE: 1•=20HOR¢.
1•=5' VERT.
20 10 0 20 40
STORM
NOTES:
1.
SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS
I
O
CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION
MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS
n o
D
CONSTRUCTED AS PART OF THIS SUBDIVISION.
N
COMPLIANCE WITH THIS REQUIREMENT WILL BE
➢
z z
ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR
; .
RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN
°
APPLICATION IS MADE FOR A SINGLE FAMILY
RESIDENTIAL BUILDING PERMIT FOR EACH LOT.
G n
C
a
"
3
2.
FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS
V
SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD
m
REPAIR BY EACH LOT OWNER.
I
n
3.
STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING
INSTALLATION
PER THE FOLLOWING PROCEDURE:
I
A)
THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY
THE CCTV INSPECTION VIDEOS AND WRITTEN
REPORTS. THE CCTV INSPECTION SHALL INCLUDE
ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT
WILL BECOME CITY OWNED/MAINTAINED AND ALL
PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES
AND CONNECTING CATCH BASIN AND MANHOLE
---
STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR
i
AND COMPATIBLE WITH THE CITY'S VIEWING AND
RECORDING SYSTEMS. THE CITY WILL ONLY
ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS
VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG
VIDEO FILE FORMAT) AND IS COMPATIBLE WITH
GRANITE XP. THE VIDEO SHALL REFERENCE EACH
PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM
AND DOWNSTREAM CONNECTING STRUCTURES AS
SOWN (AND IDENTIFIED) ON THE APPROVED
PROJECT CONSTRUCTION PLANS.
B)
THE COSTS INCURRED IN MAKING THE INITIAL CCN
_
INSPECTION SHALL BE BORNE BY THE PROJECT
DEVELOPER. THE DEVELOPER SHALL BEAR ALL
COSTS INCURRED IN CORRECTING ANY DEFICIENCIES
I >
FOUND DURING CCN INSPECTION, INCLUDING THE
COST OF ANY ADDITIONAL Cl INSPECTION,
m
EXALTRATION TESTING OR AIR TESTING THAT MAY
6 a
BE REQUIRED BY THE CITY TO VERIFY THE
{
CORRECTION OF SAID DEFICIENCY.
i y
j�
C)
THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL
�, m m
COSTS INCURRED IN THE CCN INSPECTION
O
PERFORMED SOLELY FOR THE BENEFIT OF THE
« a
DEVELOPER.
m
w
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
8.
PROVIDE ErHAFOAM PAD WHEN VERTICAL SEPARATION IS
LESS THAN 1 FOOT.
=
lr/
ALLOWABLE PIPE MATERIALS
l
J
1.
REINFORCED CONCRETE PIPE
2.
DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
3.
SOLID WALL POLYETHYLENE PIPE (SWIPE; ALSO KNOWN
AS HDPE PIPE OR HOPP)
4.
CORRUGATED POLYETHYLENE PIPE (CPEP)
(NOT FOR MAIN CONVEYANCE)
I
CHECKED FOR COMPLIANCE TO CITY STANDARDSI
i
O
a✓J • u. 9 zv /
a
n o
n
ih 7
mZ
a,
(7)
RYLEE'S PLACE
ROAD AND STORM PLAN AND PROFILE
08/18/201
RD -01
'9°21